Amberpoint BP 2R-LR060224Date of Service: 02/24/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Services:
Drawings Utilized:
94051418.0221
94051418
~berlSoin~k
t~uildhl~;g-W, > and 6
505 South Royal Lane
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Civil C1.01, Legend "reinforced with No. 3 bars 18-inch on center each way"
Locations/Items Observed: Pavement, See attached sketch
Test Method:
Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED I CORRECT INCORRECT ITEMS OBSERVED CORRECT iNCORRECT iTEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Bar Length and Shape X Column T~e Spacing & Type
Bar Size X~ Proper Bar Placemen~ X Siirrup Spacing & Type
Bar Grade X Propedy Tied j~ Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Discrepancies/Comments: Any discrepanc~nd were corrected at the time of this observation unless otherwise
Field Results Report To:
Technician: D. Drogos
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
B/~.n Construction Co
~ ~(1 ~,~chniStructures
Hus(~. ~busaad, P.E.
Senior Project Manager
309acs This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0125
Service Date: January 26, 2006
'lrerracon
8901 Carpenter Fn,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 VV
Dallas TX 75244
Report Date: February 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppel[, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi @ 28 Days
Batch Time: Plant: 2
Supplier: Potter Concrete
Truck No: Ticket No:
Mix I.D. No.: 7723
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature,o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4
Sample Information
Date Cast: January 26, 2006 Time:
Technician: Sampled by contractor
Weather Conditions:
Placement Method: Direct Discharge
Sample Locations:
Placement Location: Pavement - Parking Lot, SW corner
Specification
3-5
3-5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/02/2006 7 80,730 2,850
02/23/2006 28 158,420 5,600
02/23/2006 28 156,020 5,520
Average (28 Days) 5,560
03/23/2006 56
Comments: Not tested for plastic unit weight
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0125
Service Date: January 26, 2006
'lrerracon
8901 Carpenter Fr~vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi @ 28 Days
Batch Time: 8:44am Plant: 2
Supplier: Potter Concrete
Truck No: 103 Ticket No: 102412
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.5
Concrete Temperaturep F: 56
Ambient Temperature,o F: 68
Plastic Unit Weight, pcf: 146.2
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4
Sample Information
Date Cast: January 26, 2006 Time: 9:19am
Technician: Daniel J. Drogos
Weather Conditions: Cloudy, calm
Accumulative Yards: 327
Placement Method: Direct Discharge
Sample Locations: Approx. 315' E & 30' N of SW corner
Placement Location: Pavement - Parking Lot, SW corner
Specification
3-5
3-5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/02/2006 7 104,560 3,700
02/23/2006 28 169,330 5,990
02/23/2006 28 167,040 5,910
Average (28 Days) 5,950
03/23/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brlen & Assoc (~J~,-~,~L,,,-/
(1) city of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Huss~ein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0126
Service Date: January 26, 2006
'] reffacorl
8901 Carpenter Fr,,w, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:28pm Plant: 3
Supplier: Lattimore Materials Co
Truck No: 806 Ticket No: 3208055
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 3.7
Concrete Temperaturep F: 71
Ambient Tempemture,o F: 58
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Sample Information
Date Cast: January 26, 2006
Technician: Ira S. Haynes
Weather Conditions: Cloudy
Accumulative Yards: 10/15
Placement Method: Direct Discharge
Sample Locations: Line A @ Sta. 1+25.34
Placement Location: Inlet
Time: 3:35pm
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/02/2006 7 100,120 3,540
02/02/2006 7 94,370 3,340
Average (7 Days) 3,440
02/23/2006 28 120,770 4,270
02/23/2006 28 125,180 4,430
Average (28 Days) 4,350
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Ira S. Haynes
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc ~
(1) City of Coppell TX (1) TechniSlructures Reviewed by: ~ _
(1) city of Coppell TX
(1) Rogers O*Brien Construction Co Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein ere only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
WATER INJECTION OBSERVATION
Date of Service:
Client No.:
Client:
Location:
O2/24/06
50854
Transwestern Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Building #5
See attached sketch
Report No.:
Project No.:
Project:
General Contractor:
Injector:
94051418.0223
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Rogers-O'Brien
Jowell
Procedure:
On this date, a Terracon technician observed the injection of water at this site. During the
injection process, the following observations were recorded.
Pass No.: 1st No. of Probes: 4 Probe Length: 10 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
Injection pressure 50 to 200 psi at manifold. X
Injection downward in 18 inch intervals. X
Total depth of injection was 7 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments:
Field Results Report To:
Technician: J. Johnson
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructure$
Hussein H. Abusaad, P.E.
Senior Project Manager
WATER INJECTION OBSERVATION SKETCH
'lrerracon
Consultin~ Engineers & Scientists
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
02/24/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0223
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
Building #5
70,I
400'
30'~(
50'
170'
720'
Not to Scale
N
E